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Maximum displacement in Z-direction 28.404 in FE node No. 150: (-15.734906, -9.004946, 15.954681 ft) <br />Maximum displacement in Y-direction 47.757 in Member No. 11, x: 19.842565 ft <br />Maximum displacement in X-direction -49.278 in Member No. 13, x: 17.506153 ft <br />Maximum deformations <br />Resultant of reactions about Z 4.58 kipft At center of gravity of model <br />Resultant of reactions about Y -0.08 kipft At center of gravity of model <br />Resultant of reactions about X 8.75 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) <br />Resultant of reactions <br />Sum of support forces in Z -1.087 kip Deviation: 0.00 % <br />Sum of loads in Z -1.087 kip <br />Sum of support forces in Y -1.445 kip Deviation: 0.00 % <br />Sum of loads in Y -1.445 kip <br />Sum of support forces in X -0.320 kip Deviation: 0.00 % <br />Sum of loads in X -0.320 kip <br />Sum of loads and sum of support forces <br />7 CO53 - 0.60D + 0.60W2 <br />Speed of convergence 1.00 -- <br />Integrate preliminary form-finding <br />Number of iterations for loading prestress 15 <br />Plate bending theory Mindlin <br />Method for Equation System Direct <br />Try to calculate unstable structure <br />Consider favorable effects due to tension forces of members <br />Divide results by load factor <br />Multiplier factor 1.00 -- <br />Modify loading by multiplier factor <br />Number of load increments 1 <br />Maximum number of iterations 500 <br />Iterative method Newton-Raphson <br />Analysis type Large deformations <br />Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 <br />Infinity Norm 1.27e+14 -- <br />Stiffness matrix determinant 4.49e+13634 -- <br />Minimum value of element of stiffness matrix on diagonal 100.00 -- <br />Maximum value of element of stiffness matrix on diagonal 5.71e+13 -- <br />Number of iterations 10 <br />Calculation statistic <br />Maximum rotation about Z-axis -0.1 mrad Member No. 4, x: 19.313500 ft <br />Maximum rotation about Y-axis 7.5 mrad Member No. 5, x: 13.330000 ft <br />Maximum rotation about X-axis -9.2 mrad Member No. 2, x: 19.330000 ft <br />Maximum vectorial displacement 52.383 in Member No. 11, x: 21.496112 ft <br />Maximum displacement in Z-direction -32.822 in FE node No. 163: (-14.226229, -12.006595, 15.920396 ft) <br />Maximum displacement in Y-direction 50.664 in Member No. 11, x: 21.496112 ft <br />Maximum displacement in X-direction -49.342 in Member No. 13, x: 20.689090 ft <br />Maximum deformations <br />Resultant of reactions about Z -4.97 kipft At center of gravity of model <br />Resultant of reactions about Y -29.11 kipft At center of gravity of model <br />Resultant of reactions about X -14.44 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) <br />Resultant of reactions <br />Sum of support forces in Z -3.193 kip Deviation: 0.00 % <br />Sum of loads in Z -3.193 kip <br />Sum of support forces in Y 0.249 kip Deviation: 0.00 % <br />Sum of loads in Y 0.249 kip <br />Sum of support forces in X 1.756 kip Deviation: 0.00 % <br />Sum of loads in X 1.756 kip <br />Sum of loads and sum of support forces <br />7 CO52 - 0.60D + 0.60W1 <br />Speed of convergence 1.00 -- <br />Integrate preliminary form-finding <br />Number of iterations for loading prestress 15 <br />Plate bending theory Mindlin <br />Method for Equation System Direct <br />Try to calculate unstable structure <br />Description Value Unit Notes